Difference between revisions of "Contrib:KeesWouters"

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# This contribution is an simple example of a dynamic plate modelled by shell (coqued_3d) elements [[Contrib:KeesWouters/platedynamics]].
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'''A few simple examples on the use of the Salome - Code Aster platform'''
 
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# [[Contrib:KeesWouters/platedynamics]]. This contribution is an simple example of a dynamic plate modelled by shell (coqued_3d) elements  
# This contributions is mainly a comparison between solids and shells (coque_3d) elements on convergence of displacement [[Contrib:KeesWouters/staticshell]]. A small detour to the stresses at in centre and outside layers is given.
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# [[Contrib:KeesWouters/staticshell]]. This contributions is mainly a comparison between solids and shells (coque_3d) elements on convergence of displacement . A small detour to the stresses at in centre and outside layers is given.
 
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# [[Contrib:KeesWouters/partition]]. With Salome it took me some time to find out how to define different volumes in one construction. Here an example with four different volumes by partitioning a construction is given:
# With Salome it took me some time to find out how to define different volumes in one construction. Here an example with four different volumes by partitioning a construction is given: [[Contrib:KeesWouters/partition]]
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Revision as of 12:01, 27 May 2009

A few simple examples on the use of the Salome - Code Aster platform

  1. Contrib:KeesWouters/platedynamics. This contribution is an simple example of a dynamic plate modelled by shell (coqued_3d) elements
  2. Contrib:KeesWouters/staticshell. This contributions is mainly a comparison between solids and shells (coque_3d) elements on convergence of displacement . A small detour to the stresses at in centre and outside layers is given.
  3. Contrib:KeesWouters/partition. With Salome it took me some time to find out how to define different volumes in one construction. Here an example with four different volumes by partitioning a construction is given: